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Checkig Iput data of crack calculator was changed

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This commit is contained in:
Evgeny Redikultsev
2024-05-26 11:35:48 +05:00
parent 16cef8e98e
commit d13304fe06
50 changed files with 901 additions and 206 deletions
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75
StructureHelperLogics/NdmCalculations/Cracking/TupleCrackCalculator.cs
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@@ -1,4 +1,5 @@
using LoaderCalculator.Data.Ndms;
using StructureHelper.Models.Materials;
using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperCommon.Infrastructures.Exceptions;
using StructureHelperCommon.Models;
@@ -26,6 +27,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
private StrainTuple shortDefaultStrainTuple;
private double longLength;
private double shortLength;
private object locker = new();
public string Name { get; set; }
public TupleCrackInputData InputData { get; set; }
@@ -68,6 +70,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
{
CheckInputData();
Triangulate();
longDefaultStrainTuple = CalcStrainMatrix(InputData.LongTermTuple as ForceTuple, crackableNdms);
shortDefaultStrainTuple = CalcStrainMatrix(InputData.LongTermTuple as ForceTuple, crackableNdms);
var longElasticStrainTuple = CalcStrainMatrix(InputData.LongTermTuple as ForceTuple, elasticNdms);
@@ -85,17 +88,28 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
shortLength = GetLengthBetweenCracks(shortElasticStrainTuple);
}
CalcCrackForce();
foreach (var rebar in rebarPrimitives)
{
RebarCrackCalculatorInputData rebarCalculatorData = GetRebarCalculatorInputData(rebar);
var calculator = new RebarCrackCalculator
//for (int j = 0; j < 100000; j++)
//{
result.RebarResults.Clear();
int rebarCount = rebarPrimitives.Count;
Task<RebarCrackResult>[] tasks = new Task<RebarCrackResult>[rebarCount];
for (int i = 0; i < rebarCount; i++)
{
InputData = rebarCalculatorData,
TraceLogger = TraceLogger?.GetSimilarTraceLogger(50)
};
calculator.Run();
var rebarResult = calculator.Result as RebarCrackResult;
result.RebarResults.Add(rebarResult);
var rebar = rebarPrimitives[i];
tasks[i] = new Task<RebarCrackResult>(() => ProcessRebar(rebar));
tasks[i].Start();
}
Task.WaitAll(tasks);
for (int i = 0; i < rebarCount; i++)
{
result.RebarResults.Add(tasks[i].Result);
}
//}
if (result.RebarResults.Any(x => x.IsValid == false))
{
result.IsValid = false;
return;
}
result.LongTermResult = new()
{
@@ -109,25 +123,50 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
};
}
private RebarCrackResult ProcessRebar(RebarPrimitive rebar)
{
RebarCrackCalculatorInputData rebarCalculatorData = GetRebarCalculatorInputData(rebar);
var calculator = new RebarCrackCalculator
{
InputData = rebarCalculatorData,
TraceLogger = TraceLogger?.GetSimilarTraceLogger(50)
};
calculator.Run();
var rebarResult = calculator.Result as RebarCrackResult;
return rebarResult;
}
private RebarCrackCalculatorInputData GetRebarCalculatorInputData(RebarPrimitive rebar)
{
IEnumerable<INdm> crackableNdmsLoc = null;
IEnumerable<INdm> crackedNdmsLoc = null;
RebarPrimitive rebarCopy = null;
lock (locker)
{
rebarCopy = rebar.Clone() as RebarPrimitive;
rebarCopy.HeadMaterial = rebarCopy.HeadMaterial.Clone() as IHeadMaterial;
var triangulationLogicLoc = new CrackedSectionTriangulationLogic(InputData.Primitives);
crackableNdmsLoc = triangulationLogicLoc.GetNdmCollection();
crackedNdmsLoc = triangulationLogicLoc.GetCrackedNdmCollection();
}
var longRebarData = new RebarCrackInputData()
{
CrackableNdmCollection = crackableNdms,
CrackedNdmCollection = crackedNdms,
ForceTuple = InputData.LongTermTuple as ForceTuple,
CrackableNdmCollection = crackableNdmsLoc,
CrackedNdmCollection = crackedNdmsLoc,
ForceTuple = InputData.LongTermTuple.Clone() as ForceTuple,
Length = longLength
};
var shortRebarData = new RebarCrackInputData()
{
CrackableNdmCollection = crackableNdms,
CrackedNdmCollection = crackedNdms,
ForceTuple = InputData.ShortTermTuple as ForceTuple,
ForceTuple = InputData.ShortTermTuple.Clone() as ForceTuple,
Length = shortLength
};
var rebarCalculatorData = new RebarCrackCalculatorInputData()
{
RebarPrimitive = rebar,
RebarPrimitive = rebarCopy,
LongRebarData = longRebarData,
ShortRebarData = shortRebarData,
UserCrackInputData = InputData.UserCrackInputData
@@ -153,6 +192,8 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
{
result.IsValid = false;
result.Description += forceResult.Description;
TraceLogger?.AddMessage("Bearing capacity of cross-section is not enough for action", TraceLogStatuses.Error);
return null;
}
var strain = TupleConverter.ConvertToStrainTuple(forceResult.LoaderResults.StrainMatrix);
return strain;
@@ -171,7 +212,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
private void Triangulate()
{
triangulationLogic = new CrackedSectionTriangulationLogic(InputData.NdmPrimitives)
triangulationLogic = new CrackedSectionTriangulationLogic(InputData.Primitives)
{
//TraceLogger = TraceLogger?.GetSimilarTraceLogger(50)
};
@@ -192,7 +233,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
private void CheckInputData()
{
if (InputData.NdmPrimitives is null || InputData.NdmPrimitives.Count == 0)
if (InputData.Primitives is null || InputData.Primitives.Count == 0)
{
throw new StructureHelperException(ErrorStrings.DataIsInCorrect + ": input data doesn't have any primitives");
}